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ENG2020-0103OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds AveRIGHT 980 1 1 1 1 www.cityofedmonds.gov Description: PUD-REPLACE BO POLE AND INSTALL UG RISER ISSUED: 03/24/2020 Address: 20114 83RD AVE W EDMONDS WA 98026-6727 EXPIRES: 09/24/2020 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00431200000402 NAME TYPE NAME ADDRESS PHONE APPLICANT SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)670-3216 CONTRACTOR SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)670-3216 OWNER MCLAIN MARIE E 2011483RDAVE W, EDMONDS WA98026 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $0.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW I. JtaQ&tga 3/24/20 RELEASED BY DATE Printed: Tuesday, March 24, 2020 8:01:09 AM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • ., CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or DAMAGE TO FRONTAGE frontage improvements in city right of way per city standards that is caused by or occurs during the IMPROVEMENTS permitted project. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQUIRED Maintain erosion & sediment control per city standards. Applicant on behalf of his or her spouse heirs assigns and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from HOLD HARMLESS any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam to 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. UNDERGROUND UTILITY Call for locates of underground utilities prior to any excavation. LOCATES • �� INSPECTION TYPE DATE RESULT NOTES lip COMPLETE X-2 ENGINEERING FINAL** Printed: Tuesday, March 24, 2020 8:01:09 AM 2 of 2 ROW PERMIT NO.: ENG 2020-0103 l x- O (CO,<-{ (,� ISSUE DATE: 3/24/20 RIGHT-OF-WAY CMSTRUCTION PERMIT APPLICATION RECEIVED 3/12/20 PROJECT NA IE: 1� CONTACT: CONTRACTOR: U Phone #: IAZ S- tg—ln —- 3 2 t to Mailing Address: -?a Z 0X t \ r-t P" Vkv\'. Fax #: Email#N�N��Mca�.�.35"r- r- ►A. �o City Business License ff: ❑ Liability hunrance ❑Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 'Z©1 `L.1�: �" C' Ay E ROW WORK ASSOCIATED WITH THE FOLLOWING TYE OF PROJECT: ❑ Commercial El Subdivision El_ PCity Project N Traffic Control (Only) ❑ Multi -Family. ❑ Single Family ❑ Other EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is.this permit part of a blanket permit? ❑ Yes' No ANY ASSOCIATED PERMITS? BLD# ENG# v DESCRIPTION OF PROPOSED WORK T (B�SEecifiic)- �5� �� \ ��e-, Y� ,�- sec C>• ri a-Z.(?.ti 0J. r�.r a= . 20 `�l <:;�'I WAS STREET OVERLAYED WITHIN THE LAST FIVES(5) YEARS? - YES .❑ NO.[] Year: ' PAVEMENT CUT: ❑ Yes W No If yes, indicate size of cut:. x CONCRETE CUT: ❑ Yes k No If yes, indicate size of cut: _ X. RIGHT-OF-WAY AREA CLOSURE TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF . SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SF APPLICANT TO READ AND SIGN *Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. *Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity: The Applicant has signed an application which states he/she hold the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. I SIGNATURE C DATE ` ?� C ntractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1001t (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM SHOULDER TAPER LENGTH = L13 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 1 30 1 35 1 40 1 45 1 50 1 55 60 65 70 8' 40 40 1 60 1 90 1 - - - - - - 10' 40 60 1 90 1 90 1 _ USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' Applicant shall repair/replace all damage to Owner/contractor is responsible for utilities or frontage improvements to City erosion control and drainage. right-of-way per city standards that is caused or occurs during the permitted project. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100' 1 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 35/40 1 30 60 25/30 1 20 40 O 9 b 4 ® ® �¢ WORK AREA X X L/3 B R 50, 48' ROAD <WO>R WORK Utilize shoulder closure TCP where ENGINEERING DIVISION AHEAD 48 10' minimum travel lanes can be APPROVED AS NOTED: W20-1 W21-5 maintained. If one lane closure NGRIGGS Date: 3/23/2020 required to complete work, utilize attached TCP. NOTES LEGEND 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). K TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE. O CHANNELIZING DEVICES (40 MPH OR LESS) PROTECTIVE VEHICLE NOT TO SCALE FILE NAME S:\Desi n R P& SW-Standardsl2-Plan Sheet Libra 101-Published PSL\ TC Work Zone Traffic Control\ TC-5 Shoulder Closure - Low Speed 40 MPt or Less)\TC-5.dgn Plot 1 TIME 2,59,41 PM —TE FED.AID PROJ.NO Amokxnx asr DATE 1/212018 Y�/� PLOTTED BY Ilddslf WAS �I/ TCS� DESIGNED BY Joe xo..Ex ENTERED BY Washington State sxra. CHECKED BY cox.xnm x iounox xo. Department of Transportation or PROJ. ENGR. re DATE TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE BY BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT I > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 300' ONE LANE .� ROAD AHEAD 48" 48" W20-4 48. W20-7A ROAD BE WORK PREPARED AHEAD TO STOP 48" 48" W20.1 W20-7111 W20.7B (OPTIONAL IF 40 MPH OR LESS) LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION D CHANNELIZING DEVICES PROTECTIVE VEHICLE SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800't RURAL ROADS 45/55 MPH 500'i RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350't RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200't (2) URBAN STREETS 25 MPH OR LESS 100'i (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50. TO 100' 6 DEVICE MIN I I R O RK AREA 59TO 100' 6 DEVICE W20-7A ONE LANE ROAD AHEAD� W20-4 W20_7B (OPTIONAL IF 40 MPH OR LESS) 481, 48' BE ROAD PREPARED WORK To STOPrr AHEAD 48" 48" 48. 48' Or . W20.713 ONE LANE W20.1 ROAD AHEAD 48" 48" W20-7A W20-4 BE PREPARED > W20-713 IONAL IF 40 MPH OR(OPTLESS) TO STOP 48' W20-7B 48' ROAD CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 1 10 TO 20 40 WORK NOTES AHEAD 48' 1. ALL SIGNS ARE BLACK ON ORANGE. ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. Plot 1 TIME 3:05:14 PM s•"•s "WAS FED.AID PROJ.NO. .e " E Amokxnx � �I/ Washington State Department of Transportation .ss TC7� DATE 1/212018 PLOTTED BY Ilddelf DESIGNED BY +". x... Ex sx.E. o. ENTERED BY CHECKED BY c"x.xnm x"wnox xo. TRAFFIC CONTROL PLAN PROJ. ENGR. REGIONAL ADM. REVISION DATE BY EASEMENT TO BENEFIT LOT 2 1 ID", ID':8"C L4 -ROW kI 1 0000 152.1 c "J l gO.5 2" 8 "IC I OOf50 cl- SD INSTALL NEW �PROPOSED I* WATER J, METER TO SERVICE LOT I PER SIDI WA-130 7.5"BSBL E LOCATION OF EX WATER MAIN L 7. .5 DETERMINED FROM CITY L' IN OM OF I OF EDMONDS GIS MAP 220 PROPOSED POTHOLE —BIORE7MI70N' LOCATION A FOR WATER A VERA GE EX I GARAGE = 389 EASEMENT SERVICE TAP CRADE=389.8 SSCO 'l FF = 390 L ---------- to WYE WTH CAP AND Lj\ CLEANOUT COVER) 0 T I PROPOSED CONCRETE LEVELING L COLLAR SFR LANDSCAPING tA4 jf f RIM=375.17 10,492 W GROSS GRAVEL (T)P) IE=368. JO cn 8,08 SF NET BACK DECK cv = 34, RIM = 368.92' sco 389.9 s/M=390 2 8" PVC IE 361.98 (N) 26"F 80 PVC IE 361.93 (S) IE=386.5 PAAITEED WHUT CI SSCO ail PAINIEU REOUCER IE=379.92 YELL OW 05-,�-T PVC !@ 47H 0 Ps .0 23.7z 2,C-k pw 0 27.5% 1i CORE DRILL TO SS MA iE=3601 75'as PER � Seo, SLZ—SD IN, C 3'11V 152.15' 26"F �R8 \ � U - - 'FAINT Q9 WHI 11 FROM WA FOG L) �E U) Ey -GA[M- SEKfR- cn 'NI OIL— 0ECK A.,U INSTALL PIPE CASING I -I'\ BENEATH ROCKERY CITY OF EDMONDS KILL yy I TV IN PRIOR TO FINAL ACCEPTANCE PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 20114 83rd AVE W ED LYNNAREA POLE NO, 9356 NE1/4S 19 T 27 R 04 DATE 3/2/20 ORDER 100060403 REASON FOR WORK REPLACE BO POLE ENGINEER MCALLISTER OPERATION 60 AND INSTL RISER PED DRAFTER U.G. NO. SCALE APPROVED & DATE PRINTED DATE WORK COMPLETED FOREMAN FEES REQ'D ■ YES ❑ NO PRIMARY OVERHEAD ❑ RESIDENTIAL ❑ COMMERCIAL LEO NO. @$ '=$ SECONDARY OVERHEAD BASIC FEE S @$ _$ METER/CONV.POLE s PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COMMERCIAL BASIC FEE S LEU NO. NESC VIOLATIONS ■ NO ❑ YES (SEE NOTES) PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ CITY EASEMENTS @$ 1=$ ❑ REQUIRED ■ NOT REQUIRED SECONDARY UNDERGROUND BASIC FEE S 1@$ .=$ DATE RELEASED UNDERGROUND PLAT FOREIGN CONTACTS ■ JPN# BASIC FEE S FT.0 '= $ ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV STREET LIGHTING rL FTA$ '=$ ❑ POLE STENCILING WORK IN RIGHT OF WAY FROM TO ❑ PRIMARY TAKE OFF POLE ❑ SECONDARY cL FT.0 '=$ PRE-CONST. REQUIRMENTS MISCELLANEOUS FEES ❑ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE ■ FLAGGING VAULT S ONE CALL DATE PERMIT S No CSLER $ STREET LIGHTING S ■ YES ❑ NO S M&R AS -BUILT S GIS TOTAL DUE S DATE PAID GIS QC M&R RECEIPT NO. GIS Ph JOINT USE SERVICE ORDER NO. LOCATION MAP PAGE 454 J5 LEGEND: O EXISTING POLE X EXISTING POLE -TO BE REMOVED • NEW POLE NEW POLE TO REPLACE EXISTING POLE DATE SUBSTATION PH V CIRCUIT NO. 126 PHASE 2 ENGR'S TEL. # 425-670-3216 ENGR'S CELL # 425-501-1254 SCHEMATIC POLE 9356 2 qO POLE 9356 CHARGE TO WO°100060403 SET 45' POLE 2' N OF EXISTING POLE FRAME POLE PER ASSY #12V101, 12V601 AND 1U801 RMV DIST XFMR #25-1672 SER# INSTL NEW 37KVA XFMR DIST #37- SEC VOLT / SER# XFR Ell PRI, [I] NEUT, SL-2196 AND 131 OH SEC N TPX SVC'S / STRIP, AND TOP OLD POLE XVA 37KVA O RUN 44'OF 350 UG SEC FROM XFMR AND SET PED 7' NW OF POLE / CHARGE RISER PED INSTL TO WO#100060395 20102 20114 m SL-129464-A GCJA-4 ,T 25-1672 \20125 SHEET OF c rn w Qo MQ �N O:2 N 1 /M N0 WW Q U-o